The assembly illustrates beams framing into the web of a structural steel column. Key components include a cap plate welded to the column flanges and web with complete joint penetration (CJP) and fillet welds, a shear plate with fasteners connecting the beam web, continuity plates aligned with the beam flanges, and a drag beam configuration. The detail specifies plate thickness criteria and weld sizes for structural integrity in a braced frame system.
Text on the drawing
BRBF BEAM DRAG BEAM PER PLAN CONTINUITY PLATES (WHERE OCCURS) PER SCHD ON 2 / S5.4.2 CJP TYP 3/8 3/8 CAP PL TO COL WEB 5/16 CAP PL TO COL FLANGES TYPICAL BEAM TO COLUMN WEB B "d" CAP PL TO MATCH THICKEST BEAM FLANGE THICKNESS + 1/8" AND SHALL BE 1/2" MIN THICK SHEAR PL, WELDS AND FASTENERS PER "TYPICAL NON-FRAME BEAM CONN SCHED AND DETAILS" MIN k col COL FLG MIN GROOVE ANGLE 10° S5.3.2 2
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